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HomeMy WebLinkAbout026-1039-30-200 , n ch o ■ - � � 2 \ I r 2 §_ i § 0 ƒ F F ( 0 \ \ - § § � < , [ \ [ + \ \ ƒ 0 o D m E E & 0, ° ° \ \ Q- Cl) Cc / \ / / §j ) ° N) ® - 7 ƒ \ \ S ƒ � o E_ ® > � E a m E a a ƒ C - I 2 g / _\ S / � ~ / (0 c CD 0 c cn © = G c fT t k o 0 0. cn \ 0 j j j� 0 / a =§ e / ƒ § 7 \ \ 7 ; § 2 \ 7 \ g % a § O & E g § I z 3 -4 I § / 0 / � 2 \ k � [ \ \ z 2 cn 2 w o § I R & ¥ § ) 0 _ � z 0 / / 7 I ° z \ � 7 y § ¥ x W % I ± 0 I 0 R ƒ z ° 3 � \ � [ I � � e � j I � ON Q ) J \ \I r� \ ST. CROIX COUNTY ZONING DEPARTME AS BUILT SANITARY REPORT P,n_ Owner Property Address 3d fA d v ST crQ +x 1 City /State COUNTY ZONItVCiO9,FlCE � Legal Description: Lot ;2- Block Subdivision/CSM # G'z SGr� 1 / 4 s� ' /a, Sec. . '��N -V 7- W, Town of �f': �l �.� d PIN # ,� -40 SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer Size ST/PC 4W/A d Setback from: House � Well aS " PAL Pump manufacturer Go lobs Model G✓Q E Alarm location s � (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: Width S Length 7 -6 Number of Trenches 2 Setback from: House Well PAL Vent to fresh air intake ELEVATIONS Description of benchmark Elevation Description of alternate benchmark �� sP -� �.�/ ' ��� Elevation Building Sewer D -7 ST/HT Inlet ;.1', e?2 ST Outlet PC Inlet PC Bottom Header/Manifold Sr 2 ? Top of STIPC Manhole Cover Distribution Lines () 951 11 7 ( ) Bottom of System O g'Y. 3 Final Grade Date of installation f4� /97 Permit number State plan number Plumber's signature Z/�� =- 614 License number 2, Date 7 0 -r/ 9� Inspector Complete plot plan � NOTICE: Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference se oints to center of tic tank manhole cover. P P • Show alternate benchmark, if applicable. PLAN VIEW /v a k / A O INDICATE NORTH ARROW Wiscop�in Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Buildings Division Count INSPECTION REPORT CROIX GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary1r8i0tNo.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)( 3 88 Permit Holder's Name: CityIge Town o State Plan ID No.: I R IC H M ON [] D HAMPINE, RUSSELL CST BM Elev.: Insp. BM Elev.: BM Description: Parcel ?�cNo 1039-90-200 TANK INFORMATION L ATION DATA A9800196 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic �� Benchm r q �a /03,�' //0c;, Dosing A .8 Ill V & .0 7 & •0 ' - 7 0 r - d Aeration . Bldg. Sewer (p.b? (Z. `?`1 - Holding t Inlet a- TANK SETBACK INFORMATION t *outlet TANK TO P / L WELL BLDG. Ventto ROAD Dt Inlet Air Intake eptic 361 2 g NA Dt Bottom ? I Y, G osing t / / NA Header / Man. s.� Aerati NA Dist. Pipe Holding Bot. System'-, PUMP/ SIPHON INFORMATION 37 Final Grade 6.78 97, Manufacturer C-7 6ZA-US Demand P , l 5' K,L 13.00 Model Number D-S GPM vl e /� TDH Lift Friction S Systems TDF, ead oss Forcemain LengVo� Dia. F Hi ' Dist. To Well SOIL ABSORPTION SYSTEM BED idth / Length / No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIM N 1 , DIMENSION SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACH G Manufacturer: SETBACK CHAMB INFORMATION y e / ,` 02L M el Num er: l0 1 ; v OR UNIT DISTRIBUTION SYSTEM Header / Man old f Distribution Pipe(s) ) x Hole Size x Hole Spacing Vent To Air Intake Length fl: Dia. Length Dia. -!L Spacing / j + , C SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil E] Yes ❑ No ❑ Yes E] No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: RICHMOND 13.30.18,NW,NE 1465 160TH AVENUE i 3Z {' b $ tj P ���P �� ►��. v��c�. Plan revision required? ZYes ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date InspectoA Signature SANITARY PERMIT APPLICATION 2 E. Washington Wisconsin In P.O. Box 7969 Department of Commerce accord with ILHR 63.05, Wis. Adm. Code Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 1/2 x 11 inches in size. , xf yo • See reverse side for instructions for completing this application State Sanitary Permit Number 3►50g The information you provide may be used by otheb agency programs El Check if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. / j //_ 1 0 0 N�. State Plan I.D. Number I. APPLI ATI N INF RMATION - PLLEASE P ALL �IN F v RMATION Property Owner Name Property Location a p t is t ia, 5 3 T�Q , N, R E (or) Property Owner's Mailing Address Lot Number Block Number r 3 ? 2 Wa 'It City, State Zip Code Phone Number SubdiAn Name or CSM Number II. TYPE OF BUILDING: (check one) ❑ State Owned ❑ It� Nearest Road j? ❑ Vil age El Public 1 or 2 Family Dwelling - No. of bedrooms �rZ Town OF l�Q III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo 1 1 0 1 .194 ,61 ( 9 .2 4e; ` 16 - re— - zed 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 [] Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel / Motel 9 ❑ Office / Factory 13 ❑ Other: specify IV. TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1 UKNew 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5_ ❑ Repair of an System ______ System _____________ Tank Only______________ Existing System ________ Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 (Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System ev. 7 Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/daaYlsq. ft.) (Min. /inch) � �D Ei gvat' n ', O d J� c J . ,fJ� Feet 9Y a Feet Capacit VII. TANK in Ca allons Total # of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturers Name Concrete Con- steel glass Plastic App New Existin structed Tanks Tanks Septic Tank or Holding Tank ® ❑ 11 E] 11 ❑ Lift Pump Tank /Siphon Chamber ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber's Signature: (No Stamps) P/ PRSW No.: Business Phone Number wsx-LI eV I Ael, l 2 11 715-- 59z — fst/ Plumber's Address (Street, City, State, Zip Code): a G 5 c- , r k. -/ s qa , IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fe (includes Groundwater Date Issue Issu Agent Signature (No Stamps) Approved []Owner Given Initial I � Surcharge Fee) Adverse Determination � 00 X. CONDITIONS OF APPROVAL / REASONS FOR R DISAPPROVAL: 8 8388 pi.1111M) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber f _ - 9ws3/ �°,����.�, %s�3 T��ii'�d'��2 „�de d i 6 a I � O PUMP CHAMBER CROSS SEC T IOIJ AMD SPECIF ICAI l0K15 VE IJT CAP `1' C.I. VENT PIPE WEATHERPROOF APFROVED LOCKINIG JUKICTION BOX MANHOLE COVEF, 25' FROM DOOR, WINDOW OR FRE5H 12 °MIU. AIR IKITAKE I GRADE 4" MIKI. � COQDUIT -- __________ 18 "MIN• \ ---- - - - - -- \ 11l INLET PROVIDE - - -__ AIRTIGHT SEAL I / * ,t 1 A I I I I I I ALARM a I II. I I *APPROVED I ow JOINTS WITH ELEV. FT. APPROVED PIPE 3' ONTO PUMP -� OFF D SOLID SOIL COMCKETE BLOCK_ RISER EXIT PERMI1fED 0IJL4 IF TANK MANUFACTURER HAS SUCH APPROVAL SEPTIC f SPECIFICATIOUS OOSE TAMKS MAN UFACTURER : IJUMBER OF DOSES: PER DAy TANK SIZE 6 � GALLONS DOSE VOLUME ALARM MANUFACTURER: Y- 4) YHA INCLUDING BACK > F p LO ` W: /G /• 7 GALLON' MODEL NUMBER: CAPACITIES: A =1p IAICHESOR GALLOU: SWITCH TyPC: m ev C B = - INCHES OR 3 ! GALLON` PUMP MANUFACTURER: (L C = MICHES OR /6 GALLOUJ MODEL NUMDER: - /a 6d.5- /,/ D- INCHES OR I-TC GALLOM SWITCH TYPE: ^? y- -� G MOTE: PUMP AND ALARM ARE TO DE MINIMUM DISCHARGE RATE 4$� GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFEREKICE DETWEELI PUMP OFF AND DISTRIBUTION PIPE.. 33 - FEET + MINIMUM NETWORK SUPPLY PRESSURE , , , , , . , , _ FEET + 300 FEET OF FORCE MAIN X L,21-141_FY100 FT FRICTIOU FACTOR_. 36 FEET TOTAL O'6UkMIC HEAD = 9�, FEET J7�dl zev J �� IMTERNAL DIMEKISIONt OF TANK: LENGTH ;WIDTH ;LIQUID DEPTH SIGUE D: /�/� `_ LICEKJ E 7 l!�Q S NUMBER: �� DATE: Goulds G Submersible Effluent Pump 3885 APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously Specifically designed for the be provided in starter unit. bronze impeller available as without damage. • Shaft: threaded 400 series an option. ■ Bearings: following uses: � g : and • Homes stainless steel. ■ Casing: Cast iron volute lower heavy duty ball bearing • Farms • Bearings: ball bearings type for maximum efficiency. construction. • Trailer courts upper and lower. 2" NPT discharge adaptable ■Power Cable: Severe duty • Power cord: 20 foot for slide railsystems. • Motels standard length (optional rated, oil and water resistant. • Schools lengths available). ■ Mechanical Seal: SILICON Epoxy seal on motor end • Hospitals Single phase: CARBIDE VS. SILICON provides secondary moisture se: • Industry • '/3 and %2 se —16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket • Effluent systems Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three • prong plug. gUNA -N elastomers. wicking. n Shaft: Corrosion - resistant ■ O-ring: Assures SPECIFICATIONS /, -1 /z HP —14/3 STO with positive 9 P Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. 3 /4 " maximum. •' /z -1'/z HP —14/4 STO phase models to guard • Discharge size: 2" NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models — 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length SJTW and STW ■ Motor: Fully submerged in SP Canadian standards Association TDH. are standard. high -grade turbine oil for • Mechanical seal: silicon lubrication and efficient heat Underwriters Laboratories carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 ■ Designed for Continuous series stainless steel metal •Impeller: Cast iron, semi - Operation: Pump ratings are out vanes for mechanical sea{ parts, BUNA -N elastomers. open, non -clog with pump- within the motor manufacturer's • Temperature: recommended working limits, 104 °F (40 °C) continuous Protection. Balanced for 140 ° F (60 °C) intermittent. METERS FEET • Fasteners: 300 series 90, stainless steel. i _ . _ _ ...... _.. _._.. ' .__'.. SERIES: 3885 } '... i f i SIZE: W SOLIDS • Capable of running dry 25 80 WE1 —} s RPM. VARIOUS without damage to ," , .__ _... ._.. 5GPM components. 70; WE , I 5 FT i 20 Motor 60 t — Single phase: _ } wEO>F+_ • '/3 HP, 115 V, 200 V, 230 V, 15 60 Hz, 1750 RPM; 1 /2 HP, Z '-- •115 V, 60 Hz, 3500 RPM; 0 4 '/2 HP- 1'/2HP, 230 V, 10 60 Hz, 3500 RPM. ° 30 j • Built -in overload with I weo L automatic reset. 20 - . _._.. 4 ,{ • Class B insulation. 5 I , . Three„phase: 10— t_.. I , • ' /2 HP- 1%HP200/230/ 0 0i 460 V, 60 Hz, 3500 RPM. 0 10 20 30 40 50 60 70 80 90 100 110 120 130GPM • Class B insulation. a i0 io 30 myth CAPACITY ®1995 Goulds Pumps, Inc. Effective May, 1995 11 83885 Wiscoitln Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety s Buildings in accord with ILHR 83.0 Wis. Adm. Code ' �oU NTY �� -�p St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in siz Tan mus� �RA5NEgut not limited to vertical and horizontal reference point (BM), direction and /mc�f slope scale or ' PA CEL I.D. # dimensioned, north arrow, and location and distance to nearest road. / 1 0 CFJ "" O 3 C f ^ 30 ?� REVIEWED BY DATE APPLICANT INFORMATION- PLEASE PRINT ALL INFORMAT s R. ! T PROPERTY OWNER: * RUP�NV ®OIfFi�fffd ,l' Robert W. Krueg \j' /4' S 13 T30 N,R 18 ) &or) W PROPERTY OWNERS MAILING ADDRESS j � l Ld'Ff �; iB • tk _ D. NAME OR CSM # 836 Fairfield Rd. 2 csm V0 1. 17- c92- CITY, STATE ZIP E PHONE NUMBER ❑CITY []VILLAGE KFOWN NEAFTEST ROAD New Richmond, WI. 54017 ( 715 246 -2613 Richmond 160th. Av.e [ New Construction Use [x] Residential / Number of bedrooms 4 [ ] Addition to existing building [ J Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .4 bed, gpd /ft trench, gpd /ft Absorption area required 1500 bed, ft 1200 trench, ft Maximum design loading rate .4 bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) 95.80 ft (as referred to site plan benchmark) Additional design / site considerations trenches spaced to code 3/0' below surface el. Parent material pitted glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK U = Unsuitable fors stem I ® S ❑ U ® S ❑ U ®S ❑ U C2 S ❑ U ❑ S CCU ❑ S CC SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft .................. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 -8 10yr3/3 none 1 2msbk mfr rgw 2f .5 .6 a 2 -28 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 Ground 3 8 -70 5yr4/4 none sl lcsbk mvfr gw na .4 .5 elev. 4 0 -84 5yr4/4 none sl lcsbk mfr na na .4 .5 9 9.1 ft. Depth to limiting factor +84 Remarks: Boring # 1 -11 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 2 1 -24 10yr4 /4 none sicl 2msbk mfr gw if .4 i .5 3 4 -60 5yr4/4 none sl lcsbk mvfr gw na .4 .5 Ground elev. 4 0 -82 7.5yr4/6 none fs Osg mvfr na na .5 .6 98 ft. Depth to limiting factor +82" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200tb. Ave. New hmond WI 54017 Signature: Date: 8-6-97 CST Number: m02298 PROPERTY OWNER Robert W. Krueger SOIL DESCRIPTION REPORT Page 2 ff 3 PARCEL I.D. #_0 /0 32 3 2 UU . Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourbary Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trerxh 1 0 -13 10 r3/3 none 1 2msbk mfr gw .5 .6 y 2 13 - 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 Ground 3 1 -82 7.5yr4/4 none sl lcsbk mvfr na na .4 .5 elev. 9 7.8 ft. Depth to limiting factor + Remarks: Boring # 1 0 -6 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 ?< < 4 2 6 - 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 20 -30 5yr4/4 none scl lcsbk mfr gw na .2 .3 Ground elev, 4 30 -75 5yr4/4 none sl lcsbk mfr na na .4 � .5 94.4 ft. Depth to limiting f +75 Remarks: Boring # 1 0 -11 10yr3 /3 none 1 2msbk mfr gw 2f .5 '.6 5 2 11 -29 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 29 -62 7.5yr4/6 none sl lcsbk mvfr gw na .4 '.5 ................ Ground jlev. ft. 4 62 -75 5yr4/6 none sl lcsbk mfr gw na .4 .5 5 75 -88 7.5yr4/6 none fs Osg mvfr na na .5 .6 Depth to limiting factor +88" Remarks: Boring # w Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) •, Y STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Robert W. Krueger CSTM2298 New Richmond, *WI 54017 �4�4 S13 T30N - R18W MPRSW - 3254 town of Richmond (715) 246 - 6200 lot #2 -csm N 1 BM.= top of 2 pvc pipe La el. 100' Alt. BM.= top of steel fence post C el. 104.4' . L°A �O C) r7o • ,ti ��yx 5 Gary L. Steel 8 -6 -98 I 1 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Cr ix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distarr W�6 r ad. tni Z6 O - 3q – '30 APPLICANT INFORMATION - PLEASE iN7, n 11� WMAT10N REVIEWED BY DATE A PROPERTY OWNER: ` i ; "', :4 PROPERTY LOCATION Robert W - Kri3c er — GOVT. LOT NW 1/4 NE 1/4 13 T 30 N,R 18 fc(or) W PROPERTY OWNER':S MAI NG ADDRESS . _ -...' LOT # BLOCK # SUBD. NAME OR CSM # lr + 2 na csm CITY, STATE ZIP MM'' M'' PH WMIRER ❑CITY [ MOWN NEAREST ROAD New Richmond, WI. 54 017 B'-- 2613,'., 160th. Ave. �c ] New Construction Use [x] Residential NumWr of bedrooms . 4 [ ]Addition to existing building j ] Replacement [ ] Public or Comm Code derived daily flow 600 gpd Recommended design loading rate •4 bed, gpd /ft trench, gpd /ft Absorption area required 1500 bed, 1 1200 trench, 11 Maximum design loading rate • 4 bed, gpd /ft • trench, gpd /ft Recommended infiltration surface elevation(s) 95.80 - ft (as referred to site plan benchmark) Additional design / site considerations trenches spaced of code 3.0' below surface el. Parent material pitted g1 ac; al drift _ Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ®S ❑ U 124 El ®S ❑ U [3 S ❑ U ❑ S :E ❑ S g] U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Botxxdary Roots GPD /ft .................. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tre & ................. .................. ................. .................. >< 1 0 -8 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 1 2 8 -28 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 Ground 3 28 -70 5yr4/4 none sl lcsbk mvfr 9W na .4 .5 elev. 9 q _ 1 ft 4 70 -84 5yr4/4 none sl lcsbk mfr na na .4 .5 Depth to limiting factor +84" Remarks: Boring # 1 0 -11 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 2 11 -24 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 LA 3 24 -60 5yr4/4 none sl lcsbk mvfr gw na .4 ':.5 Ground elev. 4 60 -82 7.5yr4/6 none fs Osg mvfr na na .5 1 .6 98 ft. Depth to limiting factor +82 Remarks: CST Name: -- Please Print Gary L. Steel Phone: 71 5- 246 -6200 Address: 1554 200thapp., New Richmond,AVI 54017 Signature: Date: 8 -6 -97 CST Number: m02298 PROPERTY OWNER Robert W. Krueger SOIL DESCRIPTION REPORT Page 1 -of 3 PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounday Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -13 10 r3 3 none 1 2msbk mfr gw 2f .5 .6 2 13 -31 10yr4 /4 none sici 2msbk mfr gw if .4 .5 Ground 3 31 -82 7.5yr4/4 none sl lcsbk mvfr na na .4 .5 elev. 97 ft. Depth to limiting factor Remarks: Boring # .5 .6 1 0 -6 10yr3 /3 none 1 2msbk mfr gw 2f 2 6 -20 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 20 -30 5yr4/4 none scl lcsbk mfr gw na .2 .3 Ground elev. 4 30 -75 5yr4/4 none sl lcsbk mfr na na .4 .5 94 -o ft. Depth to limiting factor +75 Remarks: Boring # 1 0 -11 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 2 11 -29 10 r4 5 y /4 none sicl 2msbk mfr gw if .4 `.5 3 29 -62 7.5yr4/6 none si lcsbk mvfr gw na .4 ` .5 Ground elev. 4 62 -75 5yr4/6 none sl lcsbk mfr gw na .4 .5 94 3 ft. 5 75 -88 7.5yr4/6 none fs Osg mvfr na na .5 .6 Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Robert W. Krueger 1554 200th Ave. CSTM2298 NW4NE4 S13- T30N -R18W New Richmond, W154017 MPRSW 3254 town of Richmond (715) 246 -6200 i lot #2 -csm N 1 =40' BM.= top of 2 pvc pipe C el. 100' Alt. BM.= top of steel fence post @ el. 104.4' i � 0 H �- a � � (0 2 {Z� ek o• �v O k Gary L. Steel 8 -6 -97 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �, e- L G gxh ( •1� Mailing Address Y 7PA 14 LC m Property Address '6 1e e) /f o.&- (Verification required from Planning Department for new construction) City /State Parcel Identification Number Q a G- f d 35? —.3 2 LEGAL DESCRIPTION Property Location � / � - '/,, %., Sec. T N -Rj W, Town of c G •�+ 1Y w � �_ Subdivision Lot # Certified Survey Map # � cr ® s2 Y . Volume i ¢ , Page # •? d° -- . Warranty Deed # 5 , PF •9 0 3 , Volume 13 a , Page # - Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 thr a year expiration date. SIGNATURE OF APPLIC DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of e- prc�pe a ribed above, by virtue of a warranty deed recorded in Register of Deeds Office. SR NATURE �OF P ICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed J• LA ( / SG9029 CERTIFIED SURVEY MAP Located in part of the Northwest Quarter of the Northeast Quarter of Section 13, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin. Prepared for and at the request of: o .� OWNER: Robert W. Krueger 836 Fairfield Road New Richmond, WI 54017 8 FIlLrD Drafted by Kristi A. Eylandt L NOV 2 5 1991 � KATHLEEN H. WALSH Roister of Deeds NORTH 1/4 CORNER SEC. 13 - 30 - 18 UNPLATTED LANDS SL Croix Co.,W, �j ' CEN NORTH LINE OF THE NW 114 OF THE NE 114 160th Ave. 160th AVENUE o _ - -- -- - - - - -S 89'45'50" E 2651.94 - -- - -- - - -_- - -- - - - -S 89'45'50" E 1325.97'- - -- _ — — - 662.98 = == _ _ — _ = =-: _..� -- -- -- - - - - -- _648.94' - - - - -- 1325.97' - -- --662.94 - — I � _ _ -- - S 1 ' 1325.88 - -- 662.94 : -- i �� .... .. ........r./... 1 . r . ...... it j R. 0. W. ■ PUMP 14.00' -'` i W 1 o0 160th Ave °o I i SHED HOUSE 1� CID Z d I I i BUILD /NG SETBACK I i i �,,, o cl I 100' FROM I 0 1 W I 'i I I ` W . 1 r 2 er ?. Z 1 '0 I v 1 R.O.W. LINE V I( rn W� 3 J W 01 01 � 2 I - W o �" I x 1 4J 01 ZI o� �3 N LOT 1 w LOT 2 �i i3 �z �, oW� a0 . I U O TOTAL AREA Lo N TOTAL AREA W a2 ° I m v� °' 651, 929 SO. FT. °' `t Z a' W 1 W i p N - I 1 0 653, 512 SO. FT. I 2 �1 '� 1 k 14.97 ACRES I ° 15.00 ACRES I --J O Z � Q W v ° x 1 W 1° 1 IO � � 3 0 1 AREA £XCLUD. R. 0. W. 1 ° AREA EXCLUD. R.O. W. ° Z i z � W 630, 015 SO. FT. � N 631, 634 SO. FT. 14.46 ACRES I U I N \ W I I I , x in I I I O I 14.50 ACRES Q I I I I I x I 21.93' i l 14.00���� Z i r i - - - - -- 639.63 - -- - -- r,___- - -- 647.56 -- -- - -- 661.56' - -- -- - -- - -- 661.56' - -- - �� o o m i �� - - - --N 89'33'26" W 1323.12'- - - - -- - W _ 1 1 %&.staff#&, Z I Co 1 4S '"S���i W o O I N UNPLATTED LANDS co l� h (6.2 �i I� C4 f 7 o o Q �� 1"t RONALD F. Q 0 40 JOHNSON Q \ ► s 9 - 1 1186 W � k�ZUS A Wis. W Q O -� —SOUTH 1/4 CORNER 0 W >-- = W SEC. 13 - - �' C .t0 O V W V (ALUM. CAP MON) Q Q � � O •, �oA ►�1AQOb�� JZmJ�I NOTE: The parcel(s) shown on this map is /are subject to State, County and Township laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. NOV 2 5 '97 Croix County Zoning Office and the appropriate Town Board for advice. LEGEND 0. County Section Corner Monument of Record • Set 1" x 24" Iron Pipe weighing N TH pams (,4irnntrlt a minimum of 1.13 pounds per linear foot. N f»t needed 300 0 *Sg ;W gAy4 of JOB #97078 1 1 aw"I dws Prepared by: oval shall be GRAPHIC SCALE "us WW void A & E SCALE IN FEET: 1 inch = 300 feet LAND SURVEYING & CIVIL ENGINEERING Phone No. (715) 246 -4319 BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE 109 East Third Street, P.O. Box 325 NE 1/4 OF SECTION 13 TOWNSHIP 30 N., RANGE 18 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR S 89'45'50" E. Sheet 1 of 2 Vol. 12 Page 3382